Structural system yielding minimum differences between ordinary and staged analyses

Journal of Engineering and Applied Science

Table 2 Concrete dimensions of structural elements for the investigated buildings (in cm)

Building	Groups^a	Columns^b						Core	Beams
		Corner	Edge		Internal
		C1	C2	C3	C4	C5	C6
B_d1	1	30	40	40	55	55	45		20 × 30
B_d1	2	30	40	40	40	40	35		20 × 30
B_d2	1	30	40	40	55	55		20
B_d2	2	30	40	40	40	40		20
B_d3	1	30	40	40	55	50		20	20 × 30
B_d3	2	30	40	40	40	40		20	20 × 30
B_d4	1	70	80	80	105	105	95		20 × 50
	2	60	70	70	85	85	75		20 × 45
	3	50	60	60	75	75	70		20 × 40
	4	30	30	30	45	45	40		20 × 30
B_d5	1	70	80	80	105	105		40
	2	60	70	70	85	85		30
	3	50	60	60	75	75		20
	4	30	30	30	45	45		20
B_d6	1	40	55	55	75	75		20	20 × 30
	2	35	45	50	65	65		20	20 × 30
	3	30	40	40	50	50		20	20 × 30
	4	30	30	30	40	35		20	20 × 30

^aRepresents dimensions for structural elements in five successive storeys from base to top of the building
^bAll columns have square cross section